PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 02/23/04 EST. NO.12 TIME 03:41 PM R.E. NAME: FITZGERALD, TOM 01-296704 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 001 0030 839.97 E.W. @ F.A.(+) 012704 N NI37 0 0031 839.97 012804 N NI38 0 0032 839.97 020304 N NI40 0 0033 839.97 020404 N NI41 0 003 0027 1,566.22 E.W. @ F.A.(+) 010504 Y 0041.0 008 0001 144.38 E.W. @ F.A.(+) 012604 Y 0047.0 0003 425.50 011504 Y 0060.1 010 0003 992.12 E.W. @ F.A.(+) 020304 Y 0077.0 013 0021 5,042.79 A.C. @ F.A.(+) 111903 Y 0035.1 0022 591.09 120503 Y 0040.0 0023 2,525.06 111803 Y 0028.2 014 0006 4,952.50 E.W. @ F.A.(+) 012604 N NI36 0 015 0001 840.98 E.W. @ F.A.(+) 011504 Y 0061.0 0002 348.32 011604 Y 0062.0 0003 280.31 011504 Y 0071.0 0004 15,155.76 011604 Y 0078.0 016 0001 3,752.28 E.W. @ L.S.(+) 012904 N NI39 0 39,977.19 TOTAL THIS ESTIMATE 127,821.97 TOTAL PREVIOUS ESTIMATE 167,799.16 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 02/23/04 EST. NO.12 TIME 03:41 PM R.E. NAME: FITZGERALD, TOM 01-296704 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE NO APPR CPM SCHEDULE -10,350.00 01 RET BASELINE SHCED 10,350.00 02 0.00 0.00 TOTAL DEDUCTIONS 0.00 0.00 PROGRAM CAS145 PAGE 1 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 03:41 PM ESTIMATE NO. 12 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/23/04 LOCATION RERUN PROGRESS ESTIMATE 01-HUM-255-0.2/1.9 ----------------------- AMERICAN CIVIL CONSTRUCTORS IN HUMBONDT COUNTY IN AND NEAR WEST COAST INC EUREKA FROM 0.2 KM SOUTH OF EUREKA 3701 MALLARD DRIVE CHANNEL BRIDGE TO 0.2 KM NORTH OF BENICIA CA 94510 SAMOA CHANNEL BRIDGE FED. AID NO. N O N E SEISMIC RETROFIT - PHASE 2 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH) LS 17,500.0000 17,500.00 0.250 4,375.00 02 TIME-RELATED OVERHEAD WDAY 2,300.0000 1,725,000.00 21.000 48,300.00 245.000 563,500.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 8.0000 5,280.00 548.660 4,389.28 04 TEMPORARY FENCE (FLEXIBLE) M 10.0000 5,100.00 165.000 1,650.00 05 TEMPORARY GATE EA 300.0000 2,100.00 5.000 1,500.00 06 TEMPORARY CULVERT M 375.0000 10,875.00 0.000 0.00 07 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.750 11,250.00 PREVENTION PLAN 08 WATER POLLUTION CONTROL LS 75,000.0000 75,000.00 0.036 2,700.00 0.372 27,900.00 09 TEMPORARY SILT FENCE M 10.0000 860.00 57.000 570.00 10 CONSTRUCTION AREA SIGNS LS 8,000.0000 8,000.00 0.011 88.00 0.529 4,232.00 S) 11 TRAFFIC CONTROL SYSTEM LS 80,000.0000 80,000.00 0.030 2,400.00 0.318 25,440.00 S) 12 TYPE III BARRICADE EA 150.0000 2,550.00 9.000 1,350.00 S) 13 PORTABLE CHANGEABLE MESSAGE SIGN EA 20,000.0000 100,000.00 0.015 300.00 1.215 24,300.00 14 REMOVE WATER LINE EA 2,500.0000 2,500.00 0.000 0.00 15 SALVAGE ROADSIDE SIGN PANEL EA 150.0000 150.00 1.000 150.00 16 RECONSTRUCT FENCE (TYPE WM) M 160.0000 4,160.00 0.000 0.00 17 RESET ROADSIDE SIGN (ONE POST) EA 150.0000 300.00 0.000 0.00 18 RESET ROADSIDE SIGN (TWO POST) EA 200.0000 200.00 0.000 0.00 19 ADJUST FRAME AND COVER TO GRADE EA 1,000.0000 3,000.00 0.000 0.00 20 ADJUST FRAME AND GRATE TO GRADE EA 1,000.0000 2,000.00 0.000 0.00 21 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 20.0000 3,000.00 0.000 0.00 S) 22 BRIDGE REMOVAL (PORTION), LOCATION A LS 100,000.0000 100,000.00 0.500 50,000.00 0.500 50,000.00 PROGRAM CAS145 PAGE 2 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 03:41 PM ESTIMATE NO. 12 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 BRIDGE REMOVAL (PORTION), LOCATION B LS 50,000.0000 50,000.00 0.000 0.00 24 BRIDGE REMOVAL (PORTION), LOCATION C LS 50,000.0000 50,000.00 0.076 3,800.00 0.198 9,900.00 25 CLEARING AND GRUBBING LS 50,000.0000 50,000.00 0.330 16,500.00 26 REMOVE TREE EA 1,000.0000 3,000.00 0.000 0.00 S) 27 RECONSTRUCT ROCK SLOPE PROTECTION M3 85.0000 10,200.00 0.000 0.00 28 LEAD COMPLIANCE PLAN LS 5,000.0000 5,000.00 0.000 0.00 29 STRUCTURE EXCAVATION (TYPE A) M3 400.0000 702,800.00 161.650 64,660.00 812.110 324,844.00 30 STRUCTURE EXCAVATION (TYPE D) M3 225.0000 50,625.00 0.000 0.00 31 STRUCTURE EXCAVATION (TYPE DH) M3 550.0000 106,700.00 150.280 82,654.00 241.380 132,759.00 32 STRUCTURE BACKFILL (BRIDGE) M3 135.0000 18,225.00 43.410 5,860.35 43.410 5,860.35 F) 33 HIGHWAY PLANTING LS 5,000.0000 5,000.00 0.000 0.00 S) 34 STRAW (EROSION CONTROL) TONN 2,000.0000 800.00 0.000 0.00 S) 35 FIBER (EROSION CONTROL) KG 3.5000 700.00 0.000 0.00 S) 36 COMPOST (EROSION CONTROL) KG 5.0000 1,000.00 0.000 0.00 S) 37 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 750.0000 6,000.00 0.000 0.00 38 PURE LIVE SEED (EROSION CONTROL) KG 200.0000 1,700.00 0.000 0.00 S) 39 STABILIZING EMULSION (EROSION CONTROL) KG 20.0000 400.00 0.000 0.00 S) 40 PLANT ESTABLISHMENT WORK LS 5,000.0000 5,000.00 0.000 0.00 S) 41 CLASS 2 AGGREGATE BASE M3 100.0000 300.00 0.000 0.00 42 WORK AREA SURFACING LS 200,000.0000 200,000.00 0.530 106,000.00 43 ASPHALT CONCRETE (TYPE B) TONN 75.0000 20,250.00 0.000 0.00 44 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 50.0000 1,050.00 0.000 0.00 AREA) 45 MARINE PILE DRIVING ENERGY ATTENUATOR EA 185,000.0000 2,220,000.00 0.750 138,750.00 4.750 878,750.00 (COFFERDAM) 46 MARINE PILE DRIVING ENERGY ATTENUATOR EA 7,000.0000 336,000.00 14.000 98,000.00 16.000 112,000.00 S) (914 MM) 47 MARINE PILE DRIVING ENERGY ATTENUATOR EA 25,000.0000 1,100,000.00 0.000 0.00 S) (1524 MM) 48 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 300.0000 518,400.00 300.930 90,279.00 571.450 171,435.00 PILING (914 MM) 49 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 19,000.0000 1,976,000.00 17.300 328,700.00 38.600 733,400.00 S) PILE (914 MM) PROGRAM CAS145 PAGE 3 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 03:41 PM ESTIMATE NO. 12 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 FURNISH CAST-IN-STEEL-SHELL CONCRETE M 850.0000 947,750.00 0.000 0.00 PILING (1524 MM) 51 DRIVE CAST-IN-STEEL-SHELL CONCRETE EA 41,000.0000 1,804,000.00 0.000 0.00 S) PILE (1524 MM) 52 SEAL COURSE CONCRETE M3 250.0000 95,000.00 19.980 4,995.00 274.580 68,645.00 53 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 800.0000 2,299,200.00 78.350 62,680.00 301.770 241,416.00 F) 54 STRUCTURAL CONCRETE, BRIDGE M3 1,400.0000 1,229,200.00 27.150 38,010.00 146.580 205,212.00 F) 55 DRILL AND BOND DOWEL M 55.0000 437,250.00 331.700 18,243.50 1,141.070 62,758.85 56 FURNISH PRECAST CONCRETE SKIRT M3 1,200.0000 890,400.00 0.000 0.00 57 ERECT PRECAST CONCRETE SKIRT EA 7,000.0000 616,000.00 0.000 0.00 S) 58 CORE CONCRETE (0 - 50 MM) M 110.0000 211,420.00 76.880 8,456.80 381.880 42,006.80 S) 59 BAR REINFORCING STEEL (BRIDGE) KG 1.6500 1,552,402.50 21,544.000 35,547.60 73,836.000 121,829.40 SF) 60 ROADSIDE SIGN - ONE POST EA 175.0000 350.00 0.000 0.00 61 ROADSIDE SIGN (ELECTROLIER MOUNTED) EA 150.0000 150.00 1.000 150.00 62 ROCK SLOPE PROTECTION M3 110.0000 10,010.00 0.000 0.00 (FACING, METHOD B) 63 ROCK SLOPE PROTECTION FABRIC M2 50.0000 4,250.00 0.000 0.00 64 MINOR CONCRETE (CURB AND SIDEWALK) M3 1,200.0000 2,520.00 0.000 0.00 65 MISCELLANEOUS METAL (BRIDGE) KG 8.0000 295,200.00 2,024.000 16,192.00 6,279.000 50,232.00 SF) 66 PAINTED STALL LINES AND PAVEMENT M 5.0000 2,300.00 0.000 0.00 S) MARKINGS 67 PAINT PAVEMENT MARKING (2-COAT) M2 75.0000 750.00 0.000 0.00 S) 68 RECONSTRUCT EXTINGUISHABLE MESSAGE SIGN LS 8,000.0000 8,000.00 1.000 8,000.00 S) 69 SEISMIC MONITORING ELECTRICAL SYSTEM LS 475,000.0000 475,000.00 0.054 25,650.00 0.719 341,525.00 S) PROGRAM CAS145 PAGE 4 DATE 02/23/04 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 01-296704 TIME 03:41 PM ESTIMATE NO. 12 BID OPENING 01/22/03 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 02/20/04 R.E. NAME: FITZGERALD, TOM DATE OF THIS ESTIMATE 02/23/04 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,126,266.25 4,353,829.68 ADJUSTMENT OF COMPENSATION 8,158.94 28,956.18 EXTRA WORK 31,818.25 138,842.98 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 1,166,243.44 4,521,628.84 70 MOBILIZATION LS 2115,000.0000 2,115,000.00 0.200 423,000.00 0.950 2,009,250.00 ORIGINAL CONTRACT AMOUNT 22,597,877.50 TOTAL WORK COMPLETED 1,589,243.44 6,530,878.84 MATERIALS ON HAND ON SITE 968,051.03 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS 0.00 0.00 TOTAL 1,589,243.44 7,498,929.87 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 02/11/03 770 04/24/03 02/26/03 03/29/06 244 1 0 0 28% 35% PROGRESS IS SATISFACTORY FITZGERALD, TOM RESIDENT ENGINEER PROGRAM CAS145 DATE 02/23/04